Push‐out tests of innovative shear connection in CFS‐concrete beams with corrugated web
This paper presents an experimental investigation of the LWT‐FLOOR composite floor system, focusing on the behaviour of corrugated‐web shear connections in built‐up cold‐formed steel (CFS)‐concrete beams. The system consists of built‐up steel girders with spot‐welded CFS profiles and a concrete slab, where the shear co...